BWFE2015-008578-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application Description
Property Zoning:
Application Valuation:
Applicant:
HENRY'S MASONRY INC
P 0 BOX 5185
LA QUINTA, CA 92248
Twy, 4 4� Quilu&
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
BWFE2015 .rMr
5 IN ST_77
60 0019 Z�•$l'S' iquA-
MAYLE / 117 LF OF 6' BLOCK WALL WEST SIDE OF PROPERTY
$5,000.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C29 License No.: 704270
0/ Contracro
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State license Law (Chapter 9 (commencing with Section 7000) of Division 3
of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500)•:
(� I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. BAP.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's
Lender's
VOICE (760) 777-7125
FAX(760)777-7011
INSPECTIONS (760) 777-7153
Owner:
LARRY MAYLE
78815 PINA
LA QUINTA, CA 92253
Contractor:
HENRY'S MASONRY INC
P 0 BOX 5185
LA QUINTA, CA 92248
(760)775-6807
Llc. No.: 704270
Date: 5/4/2015
n p
N
O
LTI
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the wo? - r which this permit is issued.
4e, have and will maintain workers' compensation insurance, as required by
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier: _ Policy Number:
I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should come subject to the
workers' compensation provisions of Section 3700 of a bor Code, I shall forthwith
comply with those provisions.
�� -- v/ j A p
plicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CYDCIVIL
E IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws re ting to building
construction, and hereby authorize representatives of this city toe upon the above
mentioned for inspection purposes.
Dat`e:. Signature (Applicant or Agent►:
.
sfr�
2`,�- jM'L�Y:ei'+Z.'s*,3kY+P'SFd�'S•vg^�%S' _ ' -'i�c ' �'JirFsv
OACCOU�NTaiMNPA ��UDATE"
INS,ESCIPTI.:
BSAS'S61473 FEE. 101 0000'20306,
;.. .
0
' _�'a
y,� T
a�:;..'i.-..,�,;MEaH_OD.
��#�
� �'s
� r."��.'.:''.�C'� ,.rr�s.,'e�•�z•' WC'
4-' gaRCE5
''.. • �P�°AI..D,s.<BvY.�,.d..�d�
s4 r.,.`.'.'i.,
.. fi<:;ssa-�.P� s-..-.�;T
Total Paid for BUILDING STANpARDS ADMINISTRATION;BSAc $i.00 $0.00.
.
4� ' � `ACCOUNTM • � �; , �
SMve:z.
�� TY
��,�,�<;,�,.� -�
� _
�ssr rs.»
a.
SAM;O,UNTib
r..' 4•y�4lN
<.xstz.:.,
WALL/FENCE 'EA ADDITIONAL S0 LF
101 0000 `42404 .:
0
$14.50 ;"
$0.00
~ PAID BYE 'm.00•0
;o M THOD 5 ""
RECEIPT"#
'CHECK #
CI�TD BYr
01—
t:`".���"*�tY'+�+'Aa��Yt�'4 F'�:.+",
MZ DESCRIPTION?`�ACCOUNT
NOR" 'xY"i:�5.
QTaYfAMOUNTPAID
r-1���F¢$•?f�'sT
�y
zv`k'f1y�"rWh
�PAIDaDATE,
m„M``
�7tE...;�iycat`�iaw;4c�YarSri
,v;.a,if3aA�.�[ia
:m'EAw
.�s;,#s� i>.,i.,rr,'x�'r.5:",[�w3[:ruM�^;aax,..,r,..
WALL/FENCEFIRST LF
'100
"501 0000 42404 :,•
0
$47;86'-
$0.00
,'�xr�. '
Y�x
ETHOD �x
`
xRECEIRTs#
-SC
RISK
:
�MPAD
1u
1,
�CLT��D�BY6
{ :"3:yC'•: �"C'C'S�S'Yn
I HM,
���r�
;�.�;
!��P�AID1DATEs
WALL/FENCE- FIRST100LF;PC :
10,1 0000 42600_ .
0
-$60 91 .
$0.00
;'iy�'e��'nssraan
k� PgID. BY,��c+���
METHOD
RECEIPT# �isy
k m
CHECK #�.
CD YT,s
w.'?'S?i�'.�SYz'.'�'k..;�;.•t�.;v"u»�m.'���A.w'..;..
,':�. �a:w..,r�.�'r��`.rdi�k�.
:.,,�s�.;.4 3t�*,a::..,eb.t�.m__.. �.
y _ �r.:vs*� n,xx5.. :.YA
�.csr.Y:trsa'?;a�a
Total Paid for FENCE OR FREESTANDING WALL $123 27 $0 00
d
M 0 1 1 1
Description: MAYLE / 117 LF OF 6' BLOCK WALL WEST SIDE OF PROPERTY
Type: WALL/FENCE Subtype: Status: APPROVED
Applied: 5/4/2015 SKH
Approved: 5/4/2015 SKH
Parcel No: 776080019 Site.Address: 78805 PINA ST ST LA QUINTA,CA 92253
Subdivision: TR 24890-4 Block: Lot: 47
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $5,000.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
LA QUINTA
Details: 117 LF OF 6' GARDEN WALL AT WEST SIDE APPLICANT'S PROPERTY [ANGELUS APPROVED SPECIFICATIONS] PRECISION CONCRETE
BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013
CALIFORNIA BUILDING CODES.
NAME.TYPE _
-_NAME ;.:
ADDRESST
CITY
.,STATE.'-.-.
• ZIP ' -',.PHONE'
FAX
EMAIL" -
APPLICANT
HENRY'S MASONRY INC
P O BOX 5185
LA QUINTA
CA
92248
CONTRACTOR
HENRY'S MASONRY INC
P O BOX 5185
LA QUINTA
CA
92248
OWNER
LARRY MAYLE
78815 PINA
LA QUINTA
CA
92253
DESCRIRTION 'ACCOUNT', QTY AMOUNT „ PAID . PAID`f)ATE : "RECEIRT # CHECK # METHOD PAID BY
•: CLTD:�
BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00 $0.00
BSA:
Printed: Monday, May 04, 2015 9:31:33 AM 1 of 2 0 srsrEMS
N Q•
yT9'�j d-.y�K ^� 2 S 4. - qR. � Y'
�, �t �.
�
� -3 i
-
>7.
'.CHECK
a,i
=SEQID'..
moll
i
ACCOUNT , r ..
f QTY
f AMOUNTS w,
PAID
DATE `
t RECEIPT #.
# i
. METHOD
r.. PAID BY ri ;
'
y.
,
41171 IL
,
�'gr
BLD
�"'-•
�
i.
WALL/FENCE - EA
,. `•v �
� ,-.... y?",
�� ��
r.
� Y i `
$0.00
BLD
r
i�r,..-a �"" .t4a...t..+" ���x` ,}.p
, .t:+ ..� ��.` .'�S;t3
� . t,.i''
�,-�
ti..
xDESCRIPTION
� ne•a:
ua• �',
x.^f"� 'y, �' `Y: • ,��.... "Sr�R: •.';r`t {
S K.
.� ,�:`'
_PAID
>7.
'.CHECK
a,i
=SEQID'..
C
i
ACCOUNT , r ..
f QTY
f AMOUNTS w,
PAID
DATE `
t RECEIPT #.
# i
. METHOD
r.. PAID BY ri ;
'
y.
,
BOND BEAM
BLD
BY
WALL/FENCE - EA
101-0000-42404
0
$14.50
$0.00
BLD
ADDITIONAL 50 LF
FOOTINGS
BLD
WALL/FENCE - FIRST
101-0000-42404
0
$47.86
$0.00
100 LF
WALL/FENCE - FIRST
101-0000-42600
0
$60.91
$0.00
100 LF PC
Total Paid forFENCE OR FREESTANDING WALL $123.27 $0.00
-
.y ice' _ ' +t:.\ •'. ✓ :� 't i.._ _i sf.7r.•+,• yy,� - '� 3r :+, >•. i.'ii`;-�.
us
a> -';yeas.
� ne•a:
ua• �',
x.^f"� 'y, �' `Y: • ,��.... "Sr�R: •.';r`t {
S K.
.� ,�:`'
>7.
d;,�`.�-'
a,i
=SEQID'..
INSPECTION TYPE
:INSPECTOR
SCHEDULED COMPLETED RESULT REMARKS
NOTES
-DATE DATE
t
_
,
BOND BEAM
BLD
FINAL**
BLD
FOOTINGS
BLD
_ it.. k 'iViet �PA E %� Vis:
s'
.. �RENTsPROJ S ,..� �:` y OWN
Printed: Monday, May 04, 2015 9:31:33 AM 2 of 2 C YSTEMS
Bin #
Cty of La- Qui'
Building U Safety Division
P.O. Box 1504, 7.8=495 Calle Tampico
La. Qutn6,C A92253 - (760) 777-7012.
Building Permit A§blicatibn and Tracking Sheet
Permit #
Project Address: V/ A) 'rN',.
Owrier's Name:`, I r
A. P. Number:
t
Address
Legal Description:
City, ST;`Zip:.
Contractor: S 0 h)�.
E(`� . S
W.,
'-Telephone:
P
:><>
Address: 1.
�b 0 S`f �"q,�er�
, ;
ProjecfDescription:.
City, ST, Zip: Q v `-�1 C•
d^ i C1 i r
Telephone:
P o e.•
LJ f'
State Lic. # -1oAs_-7 O City Lic: #;
Arch., Engr., Designer:
✓
Address:
f
City., ST, Zip:
Telephone: hone: .
Lic. #:
Name of Contact Person:
Con sttcti i Ty P e: Occti ancY:
proJ c New Add'
n. Alter Repair Demo
ttyPe.(c"ir le one )•
Sq: Ft:: # Stories: # Units:
Telephone # of Contact.Person: d d S' ,
Estimated Value of Proje
APPLICANT DO„NOT-WRITE BELOW.:,THIS LINE
#
Submittal
Req'd
Recd
TRACKING
; •-PERMIT FEES
Plan Sets
Plan Check`submitted
Item
Amount
Structural Cales.
Reviewed, ready, forcorrections
Plan Check Deposit
Truss Calcs.
Called Contact Person •
Plan Check Balance.
Title 24 Cates.
Plaiis,picked up
Construction
Flood plain plan
'Plans'resubmitted
i
Mechanical
Grading plan
2ad Review, ready for eorreclions/issue
Electrical'
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans res'utimitted
Grading
IN HOUSE:-
'”' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue _
School Fees .
1:TotalTermit Fees
cvvNfg5 N yr Ic., c c C�
CON7-AG7- Pig N #f -Ml y
517fA%O f-"55 -2�klS ,Oi�jfT
PHONE ?fib j So io�- S �
7 ►'' 6' fiad. 6 o rde ki set t S+u CCO M A'tc.k o vS e
J'
BLOCK CC>r,, INC.
sine. iru
ANGELUS BLOCK MASONRY FENCE WALL SYSTEM
DESIGN CRITERIA:
1. DESIGN CRITERIA PER 2013 CBC '
2. ALLOWABLE SOL BEARING PRESSURE = 1500psf
3. ALLOWABLE SOIL PASSIVE ,PRESSURE = 150pcf
4. COEFFICIENT OF FRICTION - 0,25, COHESION - Opsf .
5. CANTILEVER ACTIVE = 30pcf
6. MASONRY COMPRESSIVE STRENGTH, f'm — 1500ps1. SPECIAL INSPECTION
NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY.
7. USER TO VERIFY APPUCABIUTY OF THE DEFINED DESIGN CRITERIA FOR THE
PROJECT SPECIFIC SITE.
NOTES:
1. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615
GRADE 60. PROVIDE SPLICES (LAPS) OF- 48 BAR DIAMETERS OR 24
INCHES, WHICHEVER IS GREATER. CENTER VERTICAL. BARS IN CELLS.
2. JOINT REINFORCEMENT ("LADDER* TYPE) SHALL BE COLD-ORAWN STEEL
WIRE CONFORMING TO ASTM A951. PROVIDE MINIMUM 6 INCH LAP' SPLICES.
3. STRENGTH OF CONCRETE FOR FOOTINGS = 2500ps1 ® 28 DAYS, UNLESS
OTHERWISE REQUIRED BY SOILS REPORT.
4. CONCRETE MASONRY UNITS SHALL CONFORM°TO ASTM C90. ANGELUS
BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR
WITHOUT MORTARLESS HEAD JOINTS (TONGUE.—AND—GROOVE), OR
ANGELUS BLOCK SLUMPSTONE SHALL BE USED.
5. MORTAR SHALL BE SPEC MIX TYPE S PREBLENDED MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND .
REQUIREMENTS OF ASTM C270, OR SPEC MIX, IWR MASONRY MORTAR AS
MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY
REQUIREMENTS OF ASTM C270.
6. GROUT SHALL CONFORM TO ASTM C476, WITH AN 8-11 INCH SLUMP,
AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
"OOpSI..2000 fS I
i.. AT COURSE MAY BE WET—SET 1 1/2 INCHES MAX. WHILE CONCRETE
IS PLASTIC.
8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITY OF THE CELLS.
9. VERTICAL CONTROL JOINTS SHALL BE SPACED, -AT A MAXIMUM OF
40'-0"o.c. OR 20'—O"o.c. IF WALL IS TO BE STUCCO COATED OR
MORTAR WASHED
10. GROUT ALL CELLS WITH REINFORCEMENT.
11. INSPECTIONS: A. AFTER FOOTING IS READY FOR CONCRETE AND ALL
FOOTING REINFORCING IS TIED IN PLACE. B. AFTER VERTICAL
REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT.
12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK—OUT DETAILS
SEE DETAIL SHEET S-5.1.
13. DO NOT PLACE FOOTING WITHIN 5'-0" OF A SLOPE
M'ASONRY'.FENCE:.'.WALL SCHEDULE
6' to ,8' High Site Wall
Spread Footing ® Property Line
C o 100mph (ult.)
Risk .Category I
6' Wide CMU
OPTIONAL WALL CAP-
�}6 S ID .'LADDER TYP
('5 STD FOR SLUM?
JOINT REINF AT :TOP
COURSE,''AT FIRST
COURSE,,, AND 24"o C
6" WIDE (NOM,) CMU
GROUT CELLS."
w/ REINF.
'X' BARS PER
SCHEDULE 0 '
CTR. OF WALL
'Y' BARS PER
SCHEDULE LAP' _. _
PER 'L'
WET—SET FIRST
COURSE n
—I'
2—(J4 CONT...
CONT. CONC. FTG. -
'B' MIN.
PER SCHEDULE
_ . -__
X BARS_ _ I REINF WALL STEM . , . l.. _BARS L STEM
H' MAX. __
• LONG CMU. 18" LONG CMU TPE PER S -_.2i0 18 ,LON¢ CMU ,18'.LONG CMU- _
B MIN:j
6'-0"2 Q!!3
{j4®48"o.c. jj4®54"o.. A 402'4" c _ 4®27 b.C.
c -6J6-__ '2,_.0_
6.'
_. B _:._... -0,4048-.> 4®54 o.c..
i
& S��AFC%TY DEPT.
3 11"
..4048"o.c. (/4®45"o.c.
'B' . 4®48"o.0.:., 4®54 0:0 . 2 =0
, T
IEED
R CONSTRUCTION
'A' `_. 4®i6"o c.' #4018'6.c: "31-1 .
4 2
�4-BY
L_
K
_
'Y' BARS PER
SCHEDULE LAP' _. _
PER 'L'
WET—SET FIRST
COURSE n
—I'
2—(J4 CONT...
CONT. CONC. FTG. -
'B' MIN.
PER SCHEDULE
_ . -__
X BARS_ _ I REINF WALL STEM . , . l.. _BARS L STEM
H' MAX. __
• LONG CMU. 18" LONG CMU TPE PER S -_.2i0 18 ,LON¢ CMU ,18'.LONG CMU- _
B MIN:j
6'-0"2 Q!!3
{j4®48"o.c. jj4®54"o.. A 402'4" c _ 4®27 b.C.
c -6J6-__ '2,_.0_
6.'
_. B _:._... -0,4048-.> 4®54 o.c..
i
3 11"
..4048"o.c. (/4®45"o.c.
'B' . 4®48"o.0.:., 4®54 0:0 . 2 =0
'A' `_. 4®i6"o c.' #4018'6.c: "31-1 .
4 2
..
7 -4" jJ4048"o.c. #4045"o.c. 4V48'-o.c.• ,4045 o.c:.: 2 —:0 ..
2 9'+
A 4®8"o e: 4t®9 'o.e, 3 r4"
�j4®40"0.o t (j4®36"o.c, -
B 44040"o :6 4 36 o.e. 2!—O
3 —O'
:ANDERSON DESIGN GROUP.
Structural Engineering` Building Design
228 East Badlllo Street • Covina r CA • 91723-2115
. _ (626) 938-1595 ' • Facsimile (626) 938-0485
• -- . "enpinee/In0 excellence 6lnce 195]^ .
i
0
r
3" CLR.
TYP.
DATE SIGNED 6-25-14
S-1.1LQ
#6255
3
Z
z o
z
W
5 x HF MIN.
K Fd
8' High Max. Site Wall
C ®100mph
Risk Category I
6' Wide CMU
5 x-FiF—^--•--- .
g q L+'
L-A,
,t s
E PT.
A. _
X%
"., RETURN TYP.:
A SxHF;
WALL STEM TYPES PLAN
TOTAL WALL LENGTH
5 x
ANDERSON DESIGN. GROUP
-Structural Eiigineenng-Building Design
22B East Badlllo Street • Covina • CA • 91723-2115
(626) 938-1595 Facsimile (626) 938-0485
• -—glneeHnp excellence slnce 1957••
ELEVATION
A�•�SfiGN;ED 5-21-14
S-2.OLQ
#6255